57. The drawing shows a 160-kg crate hanging from the end of a steel bar. The length of the bar is 0.10 m, and its cross-sectional area is 3.2 × 10-ª m². Neglect the weight of the bar itself and determine (a) the shear stress on the bar and (b) the vertical deflection AY of the right end of the bar. Problem 57

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Chapter12: Static Equilibrium And Elasticity
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57. The drawing shows a 160-kg crate hanging from the end of a steel bar.
The length of the bar is 0.10 m, and its cross-sectional area is 3.2 × 10-ª m².
Neglect the weight of the bar itself and determine (a) the shear stress on the
bar and (b) the vertical deflection AY of the right end of the bar.
Problem 57
Transcribed Image Text:57. The drawing shows a 160-kg crate hanging from the end of a steel bar. The length of the bar is 0.10 m, and its cross-sectional area is 3.2 × 10-ª m². Neglect the weight of the bar itself and determine (a) the shear stress on the bar and (b) the vertical deflection AY of the right end of the bar. Problem 57
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